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018-1016-70-100
I Cn T. Z m I 3 a+ ~ o ~ to I °i o- ~ ' m CD ~ ~ ~ ~ 'n (D 3 N N Q Q 3~ ~ 3 a i it ~' ~ A IN ~~ I) W N C 00 ~' N - i O ~- OZ O ~ { I N C Q, I °a o ~ -a o =' c 3 I N ~ 3 ~ ~ o ~ ~ n; ~ ~ a ~ Z 0 I ~~ ~ o O ~ @ I m c 1 W m a m Z ~_ I ~, N O. I I I I N N a t Q U1 I ~ ~ ~. (p y N ~ ~ Z N O I ~ ~ CD . ~ ~ ~a CO I ~ A m ~, g o, I ~ (D ~ O 3' 7 n CD fD N O I ~ I tD I ~ ~ I o° o- n y Q ', ', -y ~ C'1 O y ~ ! C d O ~ ~ ~ fD ~ ~j n tD 3 'p K ~ '~ •C # C ~ ~ v ~ fD ~ M ~ ~ O v ~ _ m ~ O ° N w' o ~ O ~ .' d ~ m I, N v O O O W 3 V! 3 ~'. 7 O d O ~ ~ <D a ~ '' ~ a co ~ ~ O O _~ ~ ~ Co V7 Cn '. fD ' y 0 e o K z I 3 .. a m .. ~ ~ 01 M ~ ) C G C < CC C fA N fA ~ N ~ ~ v q <D m ~ ~ A N R, O 01 ID ~ p ! Q O 3 N m - `n ', ~ ~ a N Z Z Z D D ~ ~ ~ ' I C ~ ~ N m a ~ -' -1 ? N ~ J" {~ ~ Q ~ "t ~ ~ ~ a 3 o - o 3 ~! z m w ~ G C 3 O. Z O V! .. Z "~ ~J m N co A ~ ~ ~ d f. A~ f A7 `3 <~ ~_ O ^S 0 A ~~ Z b N O O V R b ~° a ~ ~ w ~? :a r„ V Parcel #: 018-1016-70-100 04/09/2007 09:13 AM PAGE 1 OF 1 Alt. Parcel #: 08.29.17.1226 018 -TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - MCALLISTER, JEROME W & HOPE L JEROME W & HOPE L MCALLISTER 1019 160TH ST HAMMOND WI 54015 Districts: SC =School SP =Special Property Address(es): ` =Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 32.570 Plat: N/A-NOT AVAILABLE SEC 8 T29N R17W PT NW SW & SW SW & SE SE Block/Condo Bldg: & NE SE SEC 7; PT DESC AS COM W 1/4 COR SEC 8; TH N 89' E ALG SEC LN 681 FT; TH Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) S 00' E 2000.26FT TO NE COR CSM 6!1507; 08-29N-17W TH N89 DEG W ALNG SAID CSM 686.54 FT TO PT ON CTR LN OF 160TH ST; TH N 00' W more... Notes: Parcel History: Date Doc # Vol/Page Type 03/23/2000 620054 1497/383 WD 07/23/1997 1071 /439 WD ~nn~ ci ~nnnnerty BiFI #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/06/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 27,200 259,100 286,300 NO AGRICULTURAL G4 14.000 1,700 0 1,700 NO UNDEVELOPED G5 12.570 11,400 0 11,400 NO AGRICULTURAL FOREST G5M 4.000 3,600 0 3,600 NO Totals for 2007: General Property 32.570 43,900 259,100 303,000 Woodland 0.000 0 0 Totals for 2006: General Property 32.570 43,900 259,100 303,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i WisconsinDeparUnentof{ndusVy, SOIL AND SITE EVALUATION REPORT tabor and Human Relations fl6dain~ ~f Safofv R Ruildinas .~._ ~_ Page t of - III QI.l.V1U Wllll 14~ i~ ~ VV.VJ, •IIJ. I111~~1. Vv\/V /~ ~~7-~/ IiOUIY 1 1 but Plan must include 11 inches in size o a not less than 81/2 t l l it h , . per e s e p an n p comp e x Attac not limited to vertical and horizontal reference point (BM), direction and % of slope, sca{e or PARCEL I.D. # Olg- ~0 i6' ~ ~ dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION ~'PCIJL 1~ Ll S E~ ScH-,v~v ~ 11U G ~T1~ ~~{ to W 1/d S W 11d,S 8 T Z. 9 ,N,R t-1 E (o~iV PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER OCtTY []VILLAGE [~,fOWN NEAREST ROAD S~• ~f"NL, M~tN SS105 (6th 690- 3tso l~~t" l`MUti.11~ l6q'f't'f` STS (~ New Construction Use jsa Residential / Number of bedrooms 3 [ ] Addi~t<n to existing building j j Replacement [ ] Public or commeraal desaibe Code derived daily flow y,So gpd Recommended design loading rate O , S b~, gp~ft2 O. b trench, gpd/tt2 Absorption area required n100 bed, ft2 15D trench, ft2 Ma>amum design bading rate o • 5 bed, gpd/ft2 0= b trench, gpd/ft2 Recommended infiltration surtace elevation(s) tel. t[ • O ft (as referred to site plan ber>chmark) Additional design/site considerations S~ I.fOTCT OiV ~I+~GI: 3 aF 3 . ~~t,h ~-~QVt•[LCa1j Parent material ~.~+Pcvti~ DV ~C S f'C~4 ~ G 1Z~V LL Flood plain elevation, if applicable -J• A ~ ft S = Suitable for System U =Unsuitable for s stem CONVENTIONAL ®S ^ U MOUND [~ S ^ U IN•GROUND PRESSURE ®S ^ U AT-GRADE [~' S ^ U SYSTEM IN FlLL ®S ^ U HOLDING TANK ^ S f~ U SOIL DESCRIPTION REPORT Boring # ~~ I Ground e ev. q -aft. Depth to limiting factor y ~8 Boring # :k =~'=-' i0'.. y}S Ground elev. a~ ft. Depth to limiting ~~ N H Depth Dominant Color Mottles Texture Structure ~~ BoufrC~r Roots GPDlft orizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. y Bed Ttendl ~ 0-7 lb`1,1Z jll ~ s~ ~ Z`FSak ~~~ cs _ o.s o.b Z 7-LS lu~l.tZ- 3~6 -- S )~~ Z`f Sbh. ha~L- Cw - o.S 0• ~ 3 is-33 toy-t2- ~l+o - h s 1 \ c-Sb1rL ~ ugh cS - o_y o. S 33-gy toy tz~!/(~ - S ~t6~. Q sg yy, 1 - o•~ 0.8 Remarks: ~ o- ~,1 ~b H. R- 3 l z. ~ s l l Z `Fs b tz hn `F>^ cg _ o . S p. (~ Z t1-~,1 tO~R 3/6 _ Sl ~ Z'~sbk ~~fr cct, -- o. S u. ~ 3 13-3 3 10 `1 R 3/6 - G>• s 1 ~ c.,s bk Hn v ~,. c s ~ o- ~( o -5 t( 33-$'~ lOYR Y(6 - S~tGH b s9 ~n I ~ 0'1 ~c~.4~ A `_,.. ..~ 4 ~~ c's~ i 3 g ~ ~/F' (_ ~ s ,: Remarks: '`~ Name:-Please Print Pho '~~~'' Arthur L. Wegerer ,..•x',15-4`~',5~r ess: °" ~: gerer Soil Testing & Design Service-P.O. Box 74 Riv~~~- ~'3TMY^~;~ azure: J/ `~LZ~ L~(~ ` t~ Date: ~-J,~ " '~; 4{ oL .'-.. 5 -~' ~.~, M00576 PROPERTY OWNER ScKw~Ut~G~ SOIL DESCRIPTION REPORT PARCEL I.D. # ~ t ~ - Ll] ~ b ~ ~ ~ Boring # .~: 3 ~:~~4 5~~~~ f, <.,.. Ground elev. t~• A- ft. Depth to limiting fac3~<< Boring # 'y ~~~ Ground elev. 9`t- Z ft. Depth to limiting fa~o~~., Boring # `~~,~~< \'vy `.'.'t\k `.aY:ix Ground elev. ~,7-D ft. Depth to limiting fa; or~~,, :Boring # ,~ 1< ~.<... Ground elev. ~i_$- S ft. Depth to limiting f~~r6 a Page ? ti 3 i H Depth Dominant Color Mottles Texture Structure Consistence Bound~u Roots GPDJft or zon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. y Bed Trends I o .. ! ~ l~o`~-t,R- 3 !Z -' s)1 Z`F S bk +'~ ~-- ~-S o, s o • 6 2 tp "~ T ~ •• S `i i~ 3 I ~t - s ~ ~. c- Sbk in `F1- c~.. g _. o . ~ u, S ~ p°~b Ltw~ ~~ ~tG @/Z'S Remarks: I a-l0 10`1,\L ~ l t "' S 1 ~ Z'Fs 6~ ~n`Fh ~-S ~ o,S ~ o. 6 Z to-t~ 1u~,~Z~lt: _' S1 j Z`fSbk h7`F'ti a s - o.S o. b 3 16-~3 s ti t~ 31y - s 1 1 ~ sbk w- v`f>r• dlS b•~f o.s y 33-65 1o~t.c~ ~ Ib - ~g o S9 r-- ~ c_S - o • s o~ 6 S bs-~8 to~cRS/y - '~s n sg ,~,,,.~ - o.s o. L c~~ ivS < S °lo t~n^~s'N-v l-'w 6~~1vTS Remarks: Remarks: 1 0 - i~. ~ 0 `12 3 - 2 ~ ~ S t ~ Z `F 3 brc ~ ~~ c. s ~-- o • S ' o- ~ ~Z-~$ , / / 1 \ ( y i•~ ~ fZ •X 1O ~`. St ) Z~S~fC ~~1 ~~` (J~,{.~ '~" p' S i u.~ 3 ~$-3o to~tz 3l6 - SI `CSbk w-u~1- CS -` 6•~ n•S ~ o-~~ iv ~ ~ Y~6 ~' `~S o s9 ~, ~ C -~ o•s o, 6 S ~~_83 -~'1 R.S! - `~S O sy ryt ~ _ o.S o; 6 Z ~z= zo toK cz 3 / 6 - L Z `~ s bk. ~ `~1~ r~-~u _ o, s o. ~ 3 zo 3o Lu ~ R 3!6 - g ~ 1 ~s dk M v `F4~ c-5 - o• ~! o, S y 3o-9b t0 `1~2. yl6 _ `~S O g y,,.~ ~ ~' O• S '0.6 ~., or u-v ~~ G 1 ` t sw o~ $ S rv S t L ~ / ol~L1 S ~G1- 8 0~- S~1 6 2 s~lT ~ `Fs W C'tZ. ~ tti S er Gti '~-IZ.U N w h~ o ~ , UoT SUS lam' U Remarks: S`'f g~~3''1 ' SBD-8330(8.05/92) J r P L QT PLAN Page ~ of 3 ~ ~, ~- -o oa ~~ w' -., ~, SCALE 1"= 30 ` EXC.L~T 4~S S 4~}~OhI~J `a`~'1 - L=1,, . ~ u ll .O~ oN S P~ k~. "- ~B"' ~-BuU~ GkaW~,h ~'~~ST StLc-$~t.`t^( Llav~ g"`'~ -~1.. toU.7'o-~ SP11e.$ zy ` t1•s wOOLI F-~uc~ ~~~ / ~~uu~ G[touwp ~u wuop PosT~ ,l ~~,c~ ~~sr, NL.q`t ? S`7{, ~,.~ . C.L. °!8 S A~ 8 ,~{ / '~ ` B ,6 / ~ ~~~ ~ p ~ °~ / ArR.~A 1 , S ' b tea,, ,~. 5~ `\ .- ~ s, \~ / e 6 . S ---~ Nl.°l'1 ~ Lac\~t S'X So' tu+u G , -~~K, ,6' 'P~0`~ : ~ uS ~ ~ ~ ~ ~T L ~T Z S ~ PREl l~1 S `'TS `['~T~ R1'2-sue . fa ~`~ v r~ ~ C<.~h't F3~~ 1 ~~- v wt ~ ~ ~u-v~~ LS ~1~ L M'~-^'1 ~ S ~2~ v t ~~~ pv ~ 'rp S ~t S`C~t a~-ti _ ~~~Z~l~ ~ ~~%y~r~'~,"'2,- 3~ ~ ` `3 ~ (7 7 5 ) 4~ 5- ~ 1 h 5 F~0 0 5 7 6 CST Signature .Date Signed Telephone No. CST # ' 4Y~sconsinDepartmentoflndustry, SOIL AND SITE EVALUATION REPORT Labor and Human Relations ll:. ~{ C..{e.h. Q. Ql li l.~.,.. Page ~ of ~_ ---~-- - - ~ - 111 QI.I.VII.I Wllll 11..1 II l VJ.VJ, YIIJ. /~U111. WuV COUIY I I but st include in size Plan t l th i 1 i h 2 , . mu ess es an 8 1/ nc x Attach complete site plan on paper no not limited to vertical and horizontal reference point (13M), direction and % of slope, scale or PARCEL I.D. # ~ ~ 8- ~ b i 6 ` ~ O nortfi arrow, and location and distance to nearest road. dimensioned , APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: ~'P(t1t ~ Lt S ~ Sc.Hw~1V ~f lU G ~ PROPERTY LOCATION ~ N~'`~ 1/4 sw 1/4,S 8 T i.9 ,N,R l-1 E (0114 PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER OCITY ^VILLAGE ®,fOWN NEAREST ROAD S~', ~PC~L, t~'tN SSl O S (dt2} 690- 3-SO ~}}>\+~~~~ 1 ~it0 `ftr ST {~, New Construction Use [,SQ Residential J Numt~er of bedrooms 3 [ ] Addition to e>asting building [ j Replacement [ ] Public or commeraal desaibe Code derived dally flow ~.So 9Pd Recommended design loading rate O. 5 bed, gpd/tt2 0' 6 trench) 9P~ Absorption area required °I00 bed, ft2 "15D french, ft2 Maximum design baling rate o • 5 bed, gpd/ft2 0= 6 trench, gpolft2 Recommended infiltration surface elevatan(s) q ~ • O ft (as referred to site plan benchmark) Additional design/site considerations SLR f.~o1~T ON ~t~GL 3 of 3 . ~~,~ F.~Ut.tZ~ap Parent material ~ L~+P~n~ DV ~. Sri ~ GR.riV ~t Fiood plain elevation, if applicable N• A - ft S = SUltable for System U =Unsuitable fors stem ~~~ ~ S ^ U MOUND ($ S ^ U IN-GROUND PRESSURE ®S ^ U AT-GRADE ($ S ^ U SYSTEM IN FILL ®S ^ U HOLDING TANK ^ S (~ U SOIL DESCRIPTION REPORT Boring # t Ground e ev. q -aft. Depth to limiting ~ $ Y Boring # ~.: , }_;: Z ~~ a a;t Ground elev. °l~ fL Depth to limiting ~~ 4 ~TName:-PleasePr+nt Arthur L. We erer ~ne~ 715-425-0165 ~egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54.022 Signature: ~/ ~~ \ 1.Z Date: ~_ 7 _ 9 ~ CST Number: aL M00576 Depth Dominant Color Mottles r T t Structure ~isfience C ~~ Roots GPD/ft Horizon in. Munsetl Qu. Sz Cont Cobr ex e u Gr. Sz. Sh. o Bed renctt 1 0 -1 t b `1, CL. ~ 12. - s i I Z `F s bk w> ~t^ c S o. s o- b Z 7 -l5 1v `'~Gz 3!6 - S) ~ Z`F S b1i j'-'-'FI- Cw - O. S 0. 6 3 1 S-33 ~o`~tR- ~l6 _ >` s 1 \ ~.sb1z w- u~M ~S - o-~( °' S ~3-gy 1e`'(.t~~/(~ - S ~1G~. o sg ,,~ 1 - o.~ °.a Remarks: ~ 0-~1 tie"lR 3 lZ ~ s~ ~ Z`~s bh hn`~1~ cs _ o.S o.(~ Z 11-~1 toYR 316 - sl` ~-`~sbk ~n'F1. ccv - o.S °.(~ 3 ~3-3 3 ~ o `2 tZ 3/6 - G-- 91 t c-s bk t^n u fit,. c s ~ o- ~[ o •S 33.8 l~YR Yf6 - S~6~- b sg vrt 1 o~~ ` 0-0 Remarks: PROPERTY OWNER Sct{w~~..,~tw G~ SOIL DESCRIPTION REPORT Page Z of 3 PARCEL LD. # ~ ~ ~ " l.d ~ b " ~'~ Boring # ,.3~ Ground elev: ~~ A- ft. Depth to limiting facto~~~r 3 Boring # .y , .Ground ;elev;; ,;~. , Depth to ' limlting . ,fa}o~.~N ,c `Boring # ~. 5 ,~,~ Ground elev. ~-~ ft. Depth to limiting factor ,, >', 03 :;Boring # .~,6 >~ . Ground elev. ~!'~ ft. Depth to limiting. f 9r6" H i Depth Dominant Color Mottles Texture Structure Consistence Bour~ Roots GPD/ft or zon in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. y Bed Tn~ i o- t 8 ~a~-t,sz- 3 /Z -- s 1 z`F-sbk -n-~-- ~.S _ o. s o• 6 Z l$3 T ~'S `i ¢- 3I~ s ~ ~. ~Sbk m `F~- ~S _. o.~ o, S ~ ~ b~1b ~.tl'+7 >v~ ~~ 1 Remarks: I ~-to ~o~~z ~lL - si I Z`FsbFz ~.~~ t-S _ o.S ~o.b Z 1b-t~ 1u~,~Z..alf. `- Sf1 Z`fSd1t h7f~ aS - v,S;o.b 3 )6-~3 5btZ. 3/y -- s 1 1c-Sb1~ Ynv`f-ti. r.Q,S ~ b.Y ~o.S y 33-65 lo`1.R.. y /6 - ~g O S9 wi ~ c.s o. S r o. 6 S bs-~8 ~o~cc~s/y - 'Fs o sg ti,,,.1 - 0.5 ~. ~ c~~v NS < S °lo t~M~'N~ - ~6w-b1v1S Remarks: 1 o-ti ~.o~t 2. 31 ~ ~ s i 1 Z~ 3 b1z w~~t. ~ S ~-- o. S ~ o- 6 Z ~Z._[$ t~ ~ R 3!6 ~-~- S t ~ Z'~'sbk m `fit" dl.w -- o• S , u.6 3 ~g -3~ t tj ~2 tz- 316 - g l \ CS bk ~r- u `fh C S -' 6• ~( j o , S ~ o-~~ t.v `~ tz Y~6 _ `fig o s' w, ~ c - o•S ~o. b S ,~_a3 toy 2.S! - ~S ~ sg rq ~ - o•S X0.6 S~ t't-S $ i ~,. _.~. I o-~Z io~~-~lZ. -~ ~~~ Z`~~bh m~~. e.S _ o,S o.6 Z ~z Zo toK 2 ~ I6 _ L 2 `~a bl2 ~'f 1^ r~-w ~. o, S ~ o. 6 3 20-3o I.o'-I tZ. 3/b _.. S ~ 1 t-s bk. »~ v `~~. Cg o. ~( ' ~, S if 3o-9b 1.o~t~ y~6 `~S O 9 h~ ~ o•S ~ 0.6 ~+,., of ~o ~ t. ' t sw or ~ s w s t t ~ / out S ~Gt- . $ vY- SH 6 Z s~ lT ~ `Fs w ~iZ. ss 11U S ~ ~~ 'R-IZ.U N w h~ p ss , 1JOT SUl`1'RCa ~ U Remarks: S~-tS~ . SBD-8330(R.05/92) . PLOT PLAN Page 3 of 3 SCALE 1"= 30 ' ~~3\~T t~S S4}pi.~-v ~`_'!-L~..1uo.o` o-.~ sp+lzc. ~6" PcBUV~ GRoU0.,n ~L~l? LST \~Ro~C12.~"[ L1tU~ ~') - ~L . to0.'1 ~O-J S41kfC 2~l ~~ tl~f k30oi~ FC~I C~ H--'t3uVE Gl~u^~D t~ wbop pogT~ ~~~L F~VC~ t~osT, a.4 i~ ~ B,6 ~ ~ \ 1 3°1° ~ y . I ~ t3-3 ~ \ ~A.a Ci.2. ~- R~ - .p , ` a ~ ~. Pr~fl ~' , ~,~'. ,~• go ~' , ~ S b ~ ~ C'1.9-1 ~ R.1 C'Z- 4 6 3 ~~ t~A-T _ f 'Iyo`~ : ~NuS ~ `fib ~ ~ RT ~ ~ftST Z S ' i~'z01h S`--s `tom"! F11Z-~ ~~ S~1 ~ sC ~t ~ ~`~~~Q C-C~'i"1F31~~ l~v~'1~ ~ ~'-U-U`T\~LS ~J~l L t~Z.w1 1 S ~~ u 1 QL~ ~~ ~. 'CQ S Ll S`~1w1 ~L ~U \i-L~IKJ G S tom. au-~Z LiL~i ,~ 3 ; 7 "~~ (715 ) 425-~~ ~S i~00576 CST Signature .Date Signed Telephone No. CST # !* Wisccji~in Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m11. Permit Holder's Name: ^ City ^ Vi I ge ^ To of: ~' ~ McAllister, Jerry ownship ammon~ CST BM Elev.: Insp. BM Elev.: BM Description: ++ ' TANK INFORMATION ~ TYPE MANUFACTURER CAPACITY Septic ~ ~9 Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. vent to Air Intake ROAD Septic ~`pDr > fsp ` --~ NA Dosing NA Aeration A Holdi MP /SIPHON INFORMATION Manufacturer nd Model Number GP TDH Lift Frl ion System TDH F Forcem Length H Dist. To S ABSORPTION SYSTEM /~~ ~ ~d . 1_. _, ELEVATION DATA county St. Croix Sanitarx~e4~uL o.: State PI33an ID No.: ~~- Parcel Tax No 018-1016-70-loo r ~-`~-11 c IZZ ~ STATION ~BS HI FS ELEV. Benchmark Jr'3" 5.19 " 2c,,1(, (20. ICo Bldg. Sewer Sa " s ~ (~~ , pQ St/Ht Inlet (or3 2`' (Q,tq 1t3,~- St 1 Ht Outlet (o ~ (~ ~' (Q . S"o ~ i 3 . ~,6 Dt Inlet --- r•-- Dt Bottom ~" Header/Man. ~ar cj.~'r` q ! •S~ ~/V. S-$ Dist. Pipe Bot. System t°~~ ,SZ q ~6 ~ pro Y2 l~ Final Grade rD ,6 Z `' } ~ `' ~ St cover ~Z~~Lu ~. / `8 `f ,~~ B!`'D RENCH Width ~ Lengt No Of renches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN 1 ?a DIME I N SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACHING Manufact er: e- ~~~~ ~S~ SETBACK ~ ~ INFORMATION TypeO - t CHAMBER Mo el Number: System: , ~!~ ~ (op ~ZBD l~ OR UNIT DISTRIBUTION SYSTEM ~~° Neader / Manifol ~ ~ ~ ~^~ Distribution Pipe(s) x Hole Size x cing Vent 7o Air {ntalce ~ Length ~+ ia. ngt Spacing 7 I ~b SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over K Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center ~ '•~ Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:~ «' 0(Inspection #2• ---f--f•--~ Location: 1019 160th Street, Hammond, WY 54015 (NE 1/4 SW 1!4 8 T29N R17W) - 082917122B 1.) Alt BM Description = 2.) Bldg sewer length = ~-~` -amount of cover = ~ Z " .E- 1~9, r3 S Plan revision required? ^ Yes ~ No ~ -'- Use other side for additional 'information. OS I g 0( ~~,~, ~~~~,-Qw~- ~S`?.(,~ SBD-6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 1 e. _ ~~ ~ ~ , ~ ~ a e G E F l o r~ t l nO~ ~~i(.oo~~~ Sanitary Permit Application Safety & Buildings Division ~ In accord with Comm 83.21. VVis. Adm. Code ~ ' 201 W. Washington Ave. PO Box 7302 ~ ~ `~S Q/'Si//~ Departms it of Commerce See reverse side for instructions for comple cation Personal information you provide ma}' be a ol- ~e~o d8~ p ores ` ~ ~~~~ Madison. WI 53707-730'' bmit om l S t d f if - ~ Privac Law, s. 1 ( Y 4(~ ~ ` ~ u p c e e orm to county r ( , , ~ •.~ state owne< Attach com lete tans (to the county co 'only) for ste of less~t an 8-1/2 x 1 1 inches in size. County ~`, ~ ^ State Sanita Pe Nw ber ^ e ~ f revis sous applicatiSn State Plan 1. D.~ tuber I. A lication Information -Please Print all Information t 1 --' Location: Proper7ty Owner Name ,/~ •"' - 5S CRO +.., F~GE ,~''~ ~ ~ ~ GOU ~ C ~~L ~ Property Location ~ ~ ~ ~ OF t d ~. 1 ~ IS ~ I/4 I/4. S T~J,N. Rj o Property Owner's ailing Address / ~ ,- ~ ' , Lot Number Block Number tatq Cit y State Zip Cod e e Num ---~ Pho n Subdivision Name or CSM Number ( ~ ~ / i~ ~ 1W'!~-t r~'~7LQ K/~ r `/ ,~ 7 7d,.~ ~p ~ 7 ( I l ) J ~(ca `- Z 7 ~ f p Y~'~c,.~e / Cc rCQ II Type of Building: (check one) 3 / ^ City ^ Vill e ~' I or 2 Family Dwelling - No. of Bedrooms: ag Town of ^ Public/Commercial (describe use): ^ State-owned Gc. O III Type of Permit: (Check o..^.!y one bex on line A. Check box on line B if applicable) Nearest Road t h s~ p) I. ~ New System 2. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel ax Number(s) S stem Tank Only Existin S stem ry ~/'(T - Q/6 ^ 70 - I ~d $) Permit Number ~ . Z,' , ~ ~ . ~ L Z g Date Issued ^ A Sanita Permit was reviousl issued IV. Type of POWT System: (Check all that apply) ~I,Non-pressurized In-ground ^ Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: 2 2 S,rd¢ W t wLe r C Iti~,„_h..~s !~i h V Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Fylevati n 7. Final Grade Required Proposed Rate (Gals./day/sq.ft.) (Min./inch) O , ~ l Elevation '~~D ~ ~ ij / ~ `~~ b8 '~ ' 7 , z ~ ~ , ~~~~' b I ~3,, 6 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass Ne~v Existing I, , Crete structed Tanks Tanks ~/r'~ v G~ytGr S -~ ~ //v0 1 1~ ~~ Germ ~a ^ ^ ^ ^ . ^ ^ ^ a ^ VII Responsibility Statement I, the undersi red, assume res ensibilit fer installation of the POWTS shown on the attached laps. Plumber's Name (print) Plumber's Signature (no stamps): MP/MPRS No. Business Phone Number Plumber' Address (Street, City, State, Zip Code) VIII County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issue gent Signature (No stamps) .~,.Brpproved ^ Owner Given Initial Adverse Surcharge Fee~f( -"' Z 2 ~ 00 ~ 15 Determination IX. Conditions of Approval/Reasons for Disapproval: ` ~6w'~ ~1,C 6' ~5 4GS~2w ~ b(Q-~ ~ (,tC ~LGti ~~/n ~c ,r,4 Wry c}~~~ / ~ L (~ ~ _, tf~ y - ~ vb'~~f ~ ~'^`~ JY1'rQ ~4S ~ F!L ~ ~c y ~f ~ `F v'-t751~ CE•'~,-~ Y~ ~ i / 1 ~ 1 T _ ~-~-~1~ J . ~ ~ ~ ~ t ~r- ~ ~e~'~er~~~~ ~'~~~1 ~--Ir~c~ s~-~~~~.~1~~~~ ~L~-c,~ ~~~~~t~ 1~~~ ~~;~-E~ 'I - ~ - ~ ~ Pi ^ ~ ~ .., 5 ~-fl Tow' -~- uc w 't~lA I ~ticr wtb~ r'~ `f ~~ ~c~~ ~QrlS ~~/ G~~ ~I ~ ~~ i ~. = ~i~1 S ~J'~ ~ ~ 1 • (~ Si~ ~~ ~ = Z'~ ~ ~Gt-trot, ~P 1~5 r•C SBD-6398 (R. 07/00) TIMM EXCAVATING Route 1 Box 192 ' WILSON, WISCONSIN 54027 ' (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN JOB V-2 ~/'Y/ /"i~ //C~i,f "`~/' SHEET NO. ~ OF CALCULATED BY OATS CHECKED BY DATE enw~c ~ // _70 PRODUCT 205-1 ~ Inc., Groton, Mass. 01471. To Order PHONE TOLL FREE 1-800.225380 INi~nsin Department of Commerce SOIL AND SITE EVALUATION • ~~ Division of Safety and Buildings ORIGIM~~rd with Comm 83.05, Wis. Adm. Code Page I of 3 Certified Soil Testing Attach complete Site plan on paper not less than 8'/z x 11 inches in size. Plan must Count y include, out not limited to: vertical and horizontal c.O,.Point (BM), direction and ercent slo e scale or dimemsions north n I c~ti dd distance to nearest road St. CrO1X p p , , a p . ® • Parcell D # APPLICANT INFORMATION eFprir a-l infortn`~tion. . . 018-1016-70-100 ~ Personal information you provide may be usetl-for secor(~ty pilt _ (Privacy LaK/, s. 15.04 (1) (m)). ed B _- Date Re ,. Property Owner ~ Property Location McAllister, Jerome ~; ~ e ~ ~ `~" : '~ ' , ~., '.; Govt. Lot NE 1/4 SW 1/4 S 8 T 29 N,R 17 W Property Owner's Mailing Address t r, ; , Lot # Block # Subd. Name or CSM# 738 Crosby Drive =;~ `. f f «~ ., CSM Pending City Sta _ Co~'e~ `pl5brt~N ~i~6~r H d ~ ~ City n Village ®Town Nearest Road 1 u son WI ,1 b" 715-386x2411 " =Iammond 160Th St. x~ New Construction ~ Reside>a'~iall.Number of bedrooms 3 ^Addition to existing buildtng Use: _ Replacement ~ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate •7 bed, gpd/ftZ •8 trench, gpolftZ Absorption area required 643 bed, ftZ 562 trench, ftZ Maximum design loading rate •7 bed, gpolftZ •g trench, gpolftZ Recommended infiltration surface elevation(s) to7.6 ft (as referred to site plan benchmar Additional design /site considerations install 2.7' x 112.5' Sidewinder, Hi-capacity "turtle-shell" trench for 3 br Parent material rift Flood lain elevation, if a licable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ® ^ U ®S ^ U ®S ^ U ®S ^ U ^ S ®U ^ S ~ U ~7VIL L/G~7VRIr I IV19 RCf VRI Boring# 1 Ground elev 112.6 ft Depth to limiting factor > 110" z Ground elev 110.8 ft Depth to limiting factor 36" - Horizon Depth Dominant Color Mottles Texture Structure Consistenc Bounda Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry B ~ h I 0-8 - lOYR 2/2 - sl 2 m gr mvfr cs if .5 i 2 8-17 • l OYR 2/2 - sl 2 f sbk mvfr gs 1 f .5 ~ 3 17-28 • 7.SYR 3/3 - sl 1 m sbk mvfr cs if .4 '~ 4 28-43 • 7.SYR 4/6 - Is 0 sg ml cs - .7 / 5 43-110 lOYR 5/4,6/4 - s/mcos 0 sg dl - - .7 ~ qG \~~~ Remarks: 1 0-8 , l OYR 2/2 - sl 2 m gr mvfr cs 1 f/m .5 2 8-15 . lOYR 2!2 - sl 2 f sbk mvfr gs lm :5 / 3 15-36• l OYR 4/4 - sil 2 m sbk mvfr cs 1 f .5 ~ 4 36-44 . l OYR 4/4 101'R 6/3 sil 2 m sbk mvfr cs . - .5 ~ 5 44-54 • l OYR 5/4 c2d 7.SYR 4/6 sl 1 m sbk mvfr cs - .4 ~ 6 54-79- 7.SYR 3/4 map SYR 5/8 is 1 m sbk mvfr - - .7 ~ Remarks: rroricvu v is a~ uclu capacity wi slae seep ~ o~" CST Name (Please Print) Signature: - Telephone No, Henry F. Grote ~ 715-665-2681 Address em ie of esttng D to CST Number Ref # P.O Box 57, I{napp, WI 54749 417/2000 222774 1083 PROPERTY OWNER: McAllister,lerome PARCEL I.D.# 018-1016-70-100 3_ Ground elev 113.0 ft Depth to limiting factor > 115' 4 Ground elev 113.6 ft Depth to limiting factor > 110' 5. Ground elev Depth to limiting factor 45" _ SOIL DESCRIPTION REPORT ~] Page 2 t~ 3 ' Certified Soil Testing Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots' GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. B Tr fa h' 1 0-6 - l OYR 2/2 - sl 2 m gr mvfr cs 1 f/m .5 ~ 2 6-24 lOYR 2/2 - sl 2 f sbk mvfr cs if .5 ~ 3 24-38. 7.5YR 4/4 - is 1 m sbk mvfr cs if .7 / 4 38-84 ~ lOYR 4/6 - s 0 sg dl cs - .7 / 5 84-115 lOYR 6/4 - s/mcos 0 sg dl - - .7 ~ L' . ~` /ao, ~ r<er nar acs: 1 0-6 IOYR 2/2 - sl 2 m gr mvfr cs 1f/m .5 i ~S 2 6-20 l OYR 2/2 - sl 2 f sbk mvfr cs 1 f .5 ~ 3 20-32 7.SYR4/4 - sl 1 m sbk mvfr cs if .4 4 32-76 l OYR 4/6 - s 0 sg dl gs - .7 5 76-110 . l OYR 6/4 - s/mcos 0 sg dl - - .7 / (b~ IICI I IQI ICJ. 1 0-6 7.SYR 2.5/1 - sl 2 m gr mvfr cs 1f/m .5 2 6-35 , l OYR 2/2 - sl 2 f sbk mvfr cs 1 f .5 . 3 35-45 lOYR 4/4 - sil 2 m sbk mvfr cs if .5 i 4 45-59 lOYR 4/4 10YR 6/3 sil 2 m sbk mvfr cs - .5 / ~6. 5 59-64 • lOYR 5/4 fld 7.SYR 5/8 scl 0 m mfr - - Np 1'l-.v.J_- . Ground elev Depth to limiting factor N Ll yY O ~^'~2 ~ C.. l'7, \ ~ !~ 0.4 ^. \ ~ O T ~ \ A w ~ ` ~ ~ 1 ~ ~ ~ ' 'tC7 - , V'~'~ g/ N~-S~_$-2.q-~~W S Cale `~ ~ ~~ o to e}~ ~ t~, szz~ t ~l1o.g ~2.g~ ~~~t° -'~K-- a-~' ~lt1.q~ ,.3,~~ ~~5." ~~ ~~ ~.q. ~ 11z.~~ - »y4 t. ~ 1 °o'`= tc ~ ~-~.z~..~c1~.~~ ti5~ ~~ ~~ ~ ~~ ~°-c-~c KaQ + ` ~~~ is 3. ~o z¢L1.~~ ~~.L.A.. ~1 n ~ d ws~.,~~ ~.~'s 112,s~ 1 ( ( (, ~.. 3 1.,, ~ - z.~~. ~s~ ~.a,.s., \ f 1 I N .. f ko~.; Z14° I:w~ e~ s: ~..~ ;z ~l.ts.~~ Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites Applicant: Name ,r 1 ,w-.~-- ` i i ~ .~ 7l ~ - ~ Sy - ra~3 Daytime telephone number 1 / 2 pj ~ ~~ /~ U.q l~ i ~Spr~ W ~C ~ ~o Z `7 Street address, city, zip code Landowaer. .' e Name Z~s/-P~ 715 ~- d8.~ - }Y ! l Daytime telephone number Street address, city, zip code Location of the building site (complete as appropriate): ~c~ quarter of Section ~ .Town 2-~ N., Range ~ ~ ~. Lot .Block "~~' ~~ /~ ~ r~ Street address Instructions: 1. Complete this plan by filling in requested information, marking (.~ appropriate boxes, and completing the site diagram. 2 In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILFiR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW -Extension publication Erosion Control for Home Builders can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608266-3358. ~ Erosion Control jor Home Builders (GW0001) can be ordered through Cooperative Extension Publications, 608262-3346. 4. Submit this plan at the time of building permit application. TIMM EXCAVATING Route 1 Sox 192 WILSON, WISCONSIN 54027 (715) 772-3214 (715) 386.5443 MPRS #3224 WI MPCA #696 MN roe -mac ~/~ - /'Zc l4/lip ~i•• SHEET NO. CALCULATED BY CHECKED SY- SCALE OF DATE DATE Chock (.~ appropriate bozes betaw, and complete the site diagram vviW necessary information: b~~ •~~~ V~ s CPS o~ Site Characteristics L~ North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. 1~ O Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ^ jr7° Location of storm sewer inlets. ,~ The gradient and direction of slopes before grading operations. e°~~'w~. The gradient and direction of slopes after final grading operations. fZff Location of existing and proposed buildings and paved areas. ^ ^ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ^ Location of temporary soil storage piles. Note: Although not specifically required by Code, it is recommended that soil storage piles be placed behind a sediment fence or more than 2S feet from any downslope road or drainageway. ~ Location of graved access drive(s). Note: Recommended grave! drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway SO feet or to the house foundation (which ever is less). !~ ^ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. ^ f~ Location of sediment barriers around on-site storm sewer inlets. ^ ~ Location of diversions. Note: Although not specifically required by Code, it is recommended that concentrated flow (drainageways) be diverted (re-directed) around disturbed areas. Overland runoff {sheet flow) from adjacent areas greater than 10,000 sq. ft. should also 6e diverted around disturbed areas. ^ )~ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re-vegetation by sodding or by seeding with use of erosion control mats. ^ ~ Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways,ditches, diversions, and inlets should be protected from erosion through use of such practices as in-channel fabric or straw bale barriers, erosion control mats, staked sod and rock rip-rap. When used, a given in-channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In-channel practices should not be installed in perennial streams. ^ ~ Location of other planned practices not already noted. -Site Diagram- Note: Any base rnap of useable scale can be substituted for this sheet. Site Diagram Legend _ _ _ _ PROPERTY SILT LINE ~ ~~ FENCE _ _ EXISTING ~- DRAINAGE ~ TEMPORARY DIVERSION FINISHED -' DRAINAGE _ _ LIMITS OF GRADING STRAW ~'•~ BALES :*= GRAVEL TREE PRESERVATION STOCKPILED TOPSOIL VEGETATION 1O SPECIFICATION AREA Please indicate north direction by completing the arrow. i -N- Scale: 1 inch = feet Indicate management strategy by checking (.~ the appropriate box: e~ ~ tia~ 4~~~0` Management Strate ,games e' ^ Temporary stabilization of disturbed arras. Note: Although not specifically required by Code, it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September ISth), or by other cover, such as tarping or mulching. Q~ Permanent stabilization of site by re-vegetation or other means as soon as possible. ^ ~' Use of downspout and/or sump pump outlet extensions. Note: Although not specifically required by Code, it is recommended that f low from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement ^ ~° Trapping sediment during dewatering operations. Note: Although not specifically required 6y Code, it is recommended that sediment-laden discharge water from pumping operations be ponded behind a sediment barrier until most of the sediment settles out. pf -Proper disposal of building material waste so that pollutants and debris are not carried oil`~ite. l~ Maintenance of erosion control practices. • Sediment will be removed hem behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off-site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off-site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. A publication of the University of Wisconsin-Extension, Ron Struss, UWF.X Water Quality Education Specialist {12/92). This publication may be freely duplicated Additional copies are available through the UWEX Environmental Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, Wl, 53706 608/262-3652. EROSION CONTROL FOR HOME BUILDERS Preventing Erosion Is Easy Erosion Is a Costly Problem Eroding construction sites are a leading cause of water quality problems in Wisconsin. For every acreunder con- struction, about a dump truck and a half of soil washes into a nearby lake or stream. Problems caused by this sedi- ment include: Localtaxes-Cleaning up sediment in streets, sewers and ditches adds extra costs to local government budgets. Dredging-The expense of dredging sediment from lakes, hazbors and navigation channels is a heavy burden for taxpayers. Lower property values-Neighboring property values aze damaged when a lake or stream fills with sediment. Shallow azeas encourage weed growth and create boat- ing hazards. Poor fishing-Muddy water drives away fish like north- ern pike that rely on sight to feed. As it settles, sediment smothers gravel beds where fish like smallmouth bass find food and lay their eggs. Nuisance growth of weeds and algae-Sediment carries fer- tilizers that fuel algae and weed growth. Erosion control is important even for home sites of an acre or less. The materials needed are easy to find and relatively inexpensive-straw bales or silt fence, stakes, gravel, plastic tubes, and grass seed. Putting these materials to use is a straightforward pro- cess. Only a few controls are needed on most sites: • preserving existing trees and grass where possible to pre- vent erosion; • Silt fence or straw bales to trap sediment on the down- slope sides of the lot; Soil piles located away from any roads or waterways; Gravel drive used by all vehicles to limit tracking of mud onto streets; • Cleanup of sediment carried off-site by vehicles or storms; • Downspout extenders to prevent erosion from roof runoff; and • Revegetating the site as soon as possible. By controlling erosion, home builders keep our streets and waterways clean. Erosion Co For Ho STRAW BALE or SILT FENCE • Put up before any other work is done. • Install on downslope sides of site parallel to contour of land. • Extend ends upslope enough to allow water to pond behind fence. • Bury 8 inches of fabric in trench (see back page). • Stake (2 stakes per bale). • Leave no gaps. Stuff straw between bales or overlap sec- tions of silt fence. • Inspect and repair once a week and after every 1/a inch rain. Remove sediment if deposits reach half the fence height. Replace bales after 3 months. • Maintain until a lawn is established. SOIL PILES • Locate away from any downslope street, driveway, stream, lake, wetland, ditch or drainageway. • Temporary seed such as annual rye or winter wheat is recommended for topsoil piles. GRAVEL DRIVE • Install a single access drive using 2 to 3 inch aggregate. • Lay stone 6 inches deep and at least 7 feet wide from the foundation to the street (or SO feet if less). • Use t6 prevent tracking mud onto the road by all vehicles • Maintain throughout construction. _;, ~ SEDIMENT CLEANUP • By the end of each work day, sweep or scrape up soil tracked onto the road. • By the end of the next work day after a storm, clean up the soil washed off-site. SEWER INLET PROTECTION • Protect on-site sewer inlets with straw bales, silt fences or equivalent-measures (see back page). • Inspect, repair and remove sediment deposits after every storm. ~ . SAMPLE EROSION CONTROL PLAN FOR 1 OR 2 FAMILY DWELLINGS ~ -- \ - I ~ ~ i ~~ i I ~ i ~ ~ \ TD ~ ~~ __~ /' r AREA TO BE TOPSOILED, ~-- SEEOED ANO MULCHED BY OWNER AT THE HOUSE COMPLETION OF I GARAGE CONSTRUCTION IT D \ \ ~Y \ ® . ` ~ ~ ~ ~ i To - ~~ R/W LlNE r .. r~~~- _ _ 1 ~;~ SOIL TYPE: SILTY CLAY SLOPE: 3% STREET NAME DOWNSPOUT EXTENDERS • Not required, but highly recommended. Install as soon as gutters and downspouts aze completed to prevent erosion from;roof runoff. Route ;water': to ,a grassed .or paved. area. • Maintain'tintil alawn is established. ;.. .''"f4k . s . . , of Practices e Sites EROSION CONTROL PLAN LEGEND _ _ _ _ PROPERTY LINE N I EXISTING _ _ '~ DRAINAGE -- TOPSOIL -+ TO TEMPORARY DIVERSION DRAINAGE FINISHED _ SWALE ~'~ DRAINAGE _ _ LIMITS OF GRADING ._____. sILT FENCE ~_..• sraaw BALES E;.~ GRAVEL CONSTRUCTION VEGETATION "` ENTRANCE/EXIT ®8PECIFICATION AREA TREE PRESERVATION STOCI4'ILEO SOIL SCALE: 1 " = 40` PROJECT LOCATION: EXISTING CURB PROPERTY OWNER: AND GUTTER ANTICIPATED STARTING DATE: CONTRACTOR: ANTICIPATED COMPLETION DATE: PREPARED BY: DATE: PRESERVING EXISTING VEGETATION • Wherever possible, preserve existing trees, shrubs, and other vegetation. • To prevent root damage, do not grade, place soil piles, or park vehicles near trees marked for preservation. • Place plastic mesh or snow fence barriers around trees to protect the area below their branches. REVEGETATION Seed, sod or mulch bare soil as soon as possible. SEEDING AND MULCHING • Spread 4 to 6 inches of topsoil. • Fertilize and lime if needed according to soil test (or apply 10 lb. / 1000 sq. ft. of 10-10-10 fertilizer). • Seed with an appropriate mix for the site (see table). • Rake lightly to cover seed with I/a " of soil. Roll lightly. • Mulch with. straw (70-90 Ib. or one bale per 1000 sq. ft.). ' • Anchor mulch by punching into the soil, watering or by using netting or other measures on steep slopes. • Water gently every day or two to keep soil moist. Less watering is needed once grass is 2 inches tall. SODDING . • Spread 4 to 6 inches of topsoil. • Fertilize and lime if needed according to soil test (or apply 10 lb. / 1000 sq. ft. of 10-10-10 fertilizer). • Lightly water the soil. • Lay sod. Tamp or roll lightly. • On slopes, lay sod starting at the bottom and work toward the top, overlapping like shingles on a roof. Peg each piece down in several places. • Initial watering should wet soi16 inches deep (or until water stands 1 inch deep in astraight-sided container). Then water lightly every day or two to keep soil moist . but not saturated for 2 weeks. If construction is completed after September 15, final -.~ seeding or sodding may be delayed. Temporary seed (such as rye or winter wheat) may be planted until October 15. . _- Mulch or matting may be applied after.October I5, if ~ `%~ weather permits. Straw bale or silt fences must be main- ~'v tamed until final seeding or sodding is completed in spring ~ ' (by June 1). ~.. ~" t.. .,. Cautions Consider public safety when using inlet barriers. These barriers create ponding and mud deposits on streets. Frequent maintenance is essential. Alter every storm, remove sediment deposits and repair barriers. Repairs maybe needed several times a day during major storms. Curb Inlet Block & Gravel Barrier 1. Place concrete blocks on their sides around inlet. 2. Put a 2" x 4" wood stud through outer holes of side blocks to support front row of blocks. 3. Put wire mesh with half inch openings on outside of blocks. Cover mesh with filter fabric extending fabric 12 inches onto pavement. 4. Pile 1 to 3 inch washed gravel on fabric to top of blocks. Note: Allows overflow to prevent excess ponding. Drop inlet Block & Gravel Barrier Note: Allows overflow only when water reaches top of blocks. Adjust height to prevent traffic hazards or damage to structures. 1. Place concrete blocks on their sides around inlet. Adjust height of barrier by stacking rows of various sizes of block. 2. Put wire mesh with half inch openings on outside of blocks. Cover mesh with filter fabric extending fabric 12 inches onto pavement. 3. Pile 1 to 3 inch washed gravel on fabric to top of blocks. Figure 6-Curb Inlet Block and Gravel Barrier Curb inlet _ .. - O --~-= ~ . --= .~ _ wre mesh ~ - •..._ _...._. ~,.:- _ brit 8 fitter to concrete block Gravel lifter Runoff water with Over Filtered water sediment c M ~. . ~ ., ~~~~ Sediment ~::~. R ' '• Wre mesh 2" x 4" Curb inlet & filter fabric wood stud Figure 7-Drop Inlet Block and Gravel Barrier Wire mesh Concrete block 8 fitter fabric ~~=~_ r :--.- -- Gravel fitter -- __ -_ _ -- - - Rura(t water with Over Wue mesh r4 fitter fabric Filtered water sediment ~. 4, o ~~. _ ~ ~~ ' ~ Orap inlet Sediment with grate Drop Inlet Fitter Fabric Barrier 1. Build a frame of 2" x 4" wood around inlet. Drive stakes into ground at least 12 inches. 2. Dig an 8 inch deep trench outside frame. 3. Attach wire mesh to frame extending mesh 2 inches into trench.. 4. Attach filter fabric to frame extending fabric at least 8 inches into trench. Overlap joint to next stake. Note: Allows overflow only when water reaches top of frame. Adjust height to 5. Backfill and t,~mpact soil in trench. prevent tragic hazarcls or damage io structures. Figure B--Drop lnlet Filter Fabric Barrier ~~<. .~ 2" x 4• wood frame "" 24• maximum 1 ~~~~~ - ~l I l 12" minimum ii II ~ I Li _ Wre mesh t;<fifter fabric Overlap ends ~_ of fabric j between 2 stakes -~ ~-~- ~~~^~ ,:r Straw Bale Fences Figure 1-Cross Section of Straw Bale fnstatlation Staked artd Entrenched Straw Bale Binding Wire Compacted Soil to or Twine Prevent Piping Filtered II III II!III Sediment Laden Runoff I Ili t ~I ~ Runott 1 l Source: Michigan Soil Erosion and Sedimentation Control Guidebook, 1975. Figure 2-How to Install a Straw Bale Fence 1. Excavate a 4" deep trench. - :%~ ,~; '%• -~ ~~ ~ tale Width 3. Anchor bales using two steel re- bars or 2" x 2" wood stakes per bale. Drive stakes into the ground at least 8". 2. Place bales in trench with bind- ings around sides away from the ground. Leave no gaps between bales. '' ~• J~j wl L ~n I '" ; ~~ /-~ - ' 4. Backfill and compact the excavated soil. ..~ I ~' ~-~c~'''I, _ I ~ i~ ~~ 1. l ~~,i -'~- 'j -_I~~c .~ ~ . ' J .//•'' ~~~ .r ~"' y .,i ~ ~~/i. ~ i-G Silt Fences Figure 3-Cross Sections of Trenches for Sitt Fences Filter Fabric A k! tll l a" r ~u ~I ~IIII V-Gench~ ~1 ~`i ~ I11L- tII~ ~l - Fitter Fabric -~- III " ~•'~- Source: North Carolina Erasion and Sediment Control Planning and Design Manual, 1988. Figure 4-How to Install a Silt Fence 1. Excavate a 4" x 4" trench along the contour. ~~ , ~~/i~~ ~ h I i Flow's t-` - 4" 2. Stake the silt fence on downslope side of trench. Extend 8" of fabric into the trench. Grave{ Entrance ~ • tnstall as soon as possible after Figure 5-How to Install a Gravel Entrance start of grading. ~ O 2. Use 2 to 3 inch aggregate stone. Hard sartace road 3. Drive must be at least 7 feet wide ~ so' or distance to toundatan and 50 feet long or the distance to ' the foundation, whichever is less. 6" minimum depth 4. Replace as needed to maintain 6 inch depth. ~~,, jj,yy. $A 4 t. Ly 4. Backfill and compact the excavated soil. 3. When joints are necessary, over- lapends for the distance between two stakes. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer •~~2,r rr~ tllc r9 ! l ~ S ~ Mailing Address ~ Property Address 1©19 %~ ~~ ~~~- ~,/ rc1 5~ i S (Verification required from Planning Department for new construction) -~~ City/State LEGAL DESCRIPTION Parcel Identification Number ~~~°~ -'/6lw ~ 7~ / C~ ~~ L~ ~ ~ ~~ • ~ Z~ Property Location /~~ 1/., ~~ 1/,, Sec. ~~ T ~' N-RAW, Town of ~-m.n~,~_. Subdivision :3 ~ ~ccre ~ar~l Lot # Certified Survey Map # ,Volume ,Page # Warranty Deed # ~~ ~ Z yo$SL .Volume ~' ~~t ~ .Page # 3~ ~ Spec house O yes ~ no Lot lines identifiable B] yes D no SYSTEM 1~'IAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Deparhneat a certification form, signed by the owner and by a masterplumber, journeyman plumber, resirictedplumber or alicensed pumperverifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. ~/ /•Z~ A OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SI A F APPLIC I (we) am (are) the owner(s) of 1 / 2O ~o DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** '* Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions. of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: Svstem Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow -Peak (gpd) ~C> Estimated Flow -Average (gpd) Septic Tank Capacity (gal) (,(~~ Soil Absorption Component Size (ft2) ~ Type of Wastewater Domestic Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow -Peak (gpd) p(`~ Maximum Influent Particle Size (in) 1/8 Maximum BODS (mg/L) 220 Maximum TSS (mg/L) 150 Tab le 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enfer a septic or ofher treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may confain lethal gases, and rescue of a person from the interior of the tank maybe difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 .~ M ~f~'!.~'~183 STATE BAR pF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between Paul G. Schwendtnger and Lis C. L. Sehwendinger, husband and wife, Grantor, and Jerome W. McAllister and Hope L. McAllister, husband and wtte, as survtvorshtp manta[ survivorship, Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): (See Attached Exhibit "A") ~~ 620054 KRTHLEEH H. IJALSH kEGISTER OF DEEDS 5T. CROIX CO., WI RECEIVED FUR RECORD 03-23-2000 11:00 AM iIARRANTY DEED EXEMPT N CERi COPY FEE: COY FEE: TRANSFER FEE: 325,50 RECORDING fEE: 1.00 PAGES: ~ Recording Area Name and Return Address Attorney Kristine Ogland Zilz, Estreen & Ogland, LLP ~ 304 Locust Hudson, WI 54016 ib~ Lolg-loll-ZO ~ olg-jolt,-7o-loo 2 7 r, Part I en rfication Number (PIN) ,J / ~/- ~H9// This is not homestead property. r(rf'~hrwecti/~ dfi) (is not) Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this L, day of March 2000 ~~ ~ ~~~ • Peul ~. Schwendtnger ~~ 1 r AUTHENTICATION Signature(s) Paul G. Schwendtnger and Lis C. L. Schwendin~er, husband and wife, viN x ~iiea day of March 2000 ~-;,d~ C~~~4~~~i !,~/ STATE BAR OF WISCONSIN authorized by § 70ti.06, VVis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogland Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Hoth arc not necessazy.) ' Names ot'persons signing in any capacity must be typed or printed below thei WARRANTY DEED Lis C. L. Schwan r ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. _, ___ _ _ County ) PersonalEy came before me this day of the above named [n me known to be the person(s) who executed the foregoing instrument and acknowledged the same. v _ Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: •) tature. iMO~.iwn vrdersionaAti ew.noey, FaW du tae. yN eooass-2oz~ I l!~`~'~~~'~ 9 ry`~t.Niul ~ )0~'I - y3q rrSet~ 'P~y,Z9y sa/ S ~lz o~ S~l~y Sic ~ I w'~Z o f sw'~y d- w /Z a E ~ ~ ~ t!' s Sr c STATE BAR OF WISCONSIN FORM No. 2 - 1999 >;'~ ~o~ 1497PAGf 384 EXHIBIT "A" LEGAL DESCRIP'i'iUN: A parcel of Land located in the NR-l4SWl4 and in the SWt4SWli Sec. 8 a~ in the S$',iSES4 and NEl43ESf, Sec. 7 TZ9N-R17W more fatly described as follows: Begionsng at the West quarto corner of said Sec. 8; thence North 89°53'13' East alon8 the East-West quartet section line of said Sec. 8 a distance of 681 feet; thence South 00°01'07" East 2000.26 feet to the Northeast corset of the Certified Survey Map tecocded in Vol, 6 of certified Survey Maps, page 1507; tlsence North 89°21'49" West along the North line of said C.trtified Survey Map and its extension thereof a distance of 686.54 feet to a point on the centerline of 160t1t Street; thence North 00°26'18" West along said cxnterliae a distance of 410.31 fxt; thence Northwesterly 282.42 felt along said centerline also being the arc of a 524.61 foot radius curve concave Easterly whilst long chord bears North 15°51'38" West 279.02 feet thence Northwesterly 134.80 feet along said centerline being also the arc of. a 579.44 foot radius curve which is cota:ave Southwesterly sad whose long chord bears North 37°56'50" West, 134.50 feet; thence North 44°36'44" West along said c~terliae 417.37 fax; thcntx Northwesterly 261.80 feet along said centerline being also the arc of a 250 foot radius t~rve which is concave Easterly and whose long chord bears North 14°36'44" West 250 feet; thence Nord~easterly 180.02 feet along said centerline being also the arc of a 350 foot radius curve which is t:oncave Southeasterly and whose long chord bears North 30°07'20' East 178.04 fleet; thence Northeasterly 112.34 feet along said centerline being also the arc of a 634.14 foot radius crave which is concave Southea4trxly and whose long chord bears North 49°55'55" East 112.20 feet; thence North SS°00'26° East along said centerline 281.98 feet; thence NottbeasDerly 263.17 feet along said ,.p.,.,~t:,~ being also the arc Of a 274.12 foot radius curve which is concave Northwesterly and whose long chord beats North 27°30'13" East 253.18 fleet to a point on the West lfu~e of the SWS4 of said Sec. 8; thence North along said liar 54.$7 feet to the point of begiming. St. Croix county, Wisconsin. %' DOCUMENT NO. I ~~ ~. l PERSONAL REP SENTATIVE'S DEED ~i STATE BAR OF WIS NSIN FORM 3 - 1; ~~ 1''?! ~~~PAGE _ _____ •___~state_-oz-- Bonn-- L.....c:urrell, bX_ xatnr~n ri _ _ .____~urrell__ and_• James__-L•--_- Currell_, -Co Personal quit-claims to .._..~C,~r.lBank,...FCB,...as...sL1.CCei?S.Q~'...~4 .............. ..--.'f he_.Ee~ler_al.__Land__B~nk..of._ S.t----Paul.,.----.----•---------------- -------- the following described real estate in .._.._.~t.._._S.~Q.1.X ................... County, State of Wisconsin : - (LEGAL DESCRIPTION ON REVERSE SIDE) n %~. ~~iy- -~D it//-i ,i ' O i//' ~~THIS~ PA E RESERVED FOR R~CORDING DATA Of't' i0;'(o ~ 0 ,a~~ 'j o~ ~~ ~REGlST~R'S ~a~ CC Q~~~CG l ST. CROIX C~,, W) ~ .~ Rec'd for Re~rd ~ ii A U G 191992 iG/S~~ /~ ~s D30 ja~lg Reg~t~of Dee RETURN TO Tax Parcel No : .............................. EXEMPT 77.25(14) This is not residential rental property. The conveyance does not constitute a merger of interest with that real estate mortgage between the parties dated June 3, 1975, recorded June 12, 1975, in Volume 524, pages 507-509, as Document No. 327531. In addition to conveying all right, title, and interest in the property described above, Grantor does hereby waive, transfer, and release to Grantee any right of first refusal that Grantor may have in said property pursuant to Federal law in Section 4.36 under the Agricultural Credit Act of 1987. ~~ ~ r F ~: This .....15-•.110~/,j .._ homestead property. ~(/I~j (is not).Jv Dated this .....----•--•-~n•~~•``~••---....:- •-------- day of .-- •---•---•-------------------------•---••---...._.........----•--_.. (SEAL - ............................•--•----••-•---....----•--------------. (SEAL AUTHENTICATION Signature(s) ------------------------------------------------------------ authenticated this _.._..__day of ........................... 19_..._. ~ JOH~~L CURRELL ES TE ~~ .... ~~_~•~. . --•-.~/~.,.._.. ~ .. ~~~. (SEAL) . __,__Kathryn__M.__ Currell-----_--.-•.•___•. Co-Personal Representat' e ...... -~~~e''.li ..-•--...--•--- mes L C~rell ' Co-Personal Representative ACKNOWLEDGMENT STATE OF WISCONSIN V t 4 ~ ~• ~ ss. •--------------------•--•- -----------County. ? Personally ame before me this .....).~..._..day of _____________~v:N.~_........_...__., 19.92__ the above named ..K~:~k>,~y~--M .--..~urre 11_..~nd-----------------• ------- -~ .~ 4 S z" SE ;, Section 7-29-17. AND, d del of land located in the NE4 SE4 of Section 7-29-17, Town of ~~~ H c~~f~eing further described as follows: Commencing at the E; corner of Section 7; thence S along the Section line 54.87 feet to the POINT OF ~` . BEGINNING; thence continuing S 1257.58 feet to the SE corner of the NE; SE 4; thence S89°59'40"W along said forty line 84.24 feet to the centerline ~~ of an existing Town Road; thence Nally 134.80 feet along said centerline \ being also the arc of a 579.44 foot curve which is concave Sally and whose long chord bears N37°56'50"W 134.50 feet; thence N44°36'44"W along said centerline 417.37 feet; thence Nally 261.80 feet along said centerline being also the arc of a 250 foot radius curve which is concave Ely and whose long chord bears N14°36'44"W 250.00 feet; thence NEly 180.02 feet along said centerline being also the arc of a 350 foot radius curve which is concave SEly and whose long chord bears N30°07'20"E 178.04 feet; thence NEly 112.34 feet along said centerline being also the arc of 634.14 foot radius curve which is concave SEly and whose long chord bears N49°55'55"E 112.20 feet; thence N55°00'26"E along said centerline 281.98 feet; thence NEly 263.17 feet along said centerline being also the arc of a 274.12 foot radius curve which is concave Nally and whose long chord bears N27°30'13"E 253.18 feet to the POINT OF BEGINNING. Subject to existing town road right-of-way. \~ ~~' • ~ ~ ~mL ~~~ ~ Rif'-E ~ ~:~ ~~ ~~ ~~ \ \ ~- ~ Section 8-29-17 ici~ SW ; , except that parcel of land in the SW , SW ,, , , c#~scr~bed more particularly in a Certified Survey Map in Volume 6 of CSM, g~€ga 1507, as Document No. 399840. ... r ~Q~iJME: h' rCl '~ .-.. /'{~ i! aTAT~ BAR OF w?s;,7NFlri .. FpR?A 1 ~~ ~~}1 ~ ~. ) 'i I i WARRA9°Tfi Dri1;U ~ .i'. ~. ~I iN~3 <rA~.E P~~Ew~i_ r.# q+:GON.)~N6 L~`~ ~i' ~~~rrr 1111 '1 ,. _ _ _ ,; This Deed, Thomas R, Powers.,- also ! ItECI~')~-.~ °~3~E made betr~een ,. .... , $><ra~cn .as T~-.cm~s RoLert Powers and Frames .. Il ST. C ~., W~. ' R. pow~z~,_his w.~:£e, _ _ _. __.... _-.... ~ Ra~'r!. ivr ii;~~~ .._ -. ._..Grant+?r '' ds}Y of~L~:~°~._A•~. 14 81 anal...... JOhY}. L. Currel.l_ ... _ .. _. ._ - of 1~~._ 'w __ _ ..- .- v _ _ . _. _ ..... .. .. .......... I __ - - _ _ _ _ __. _ _ ._.- .- ....Grantee, ~ o! s '".'. ~jitT1E$SStx]., That fhe said Gra<~tor, for a valuable consideration. .. j comes tc Grantee the follou'irg described reel estate in St..- Cro.1.X . - ._.. Kne,u"" ro ;I County-. State of Wisconsin: The Northeast Quarter of Section 7, Township 29 North, Range 17 West, EXCEPT: (1) Commencing at -- _-==~ --- ~' the Northeast corner of Section 7 , Township 20 Tax Key No. __.__......._____-_.__._. North, Range 17 West; thence West in the center of the Town Road for 669.7 feet; thence South 33 feet to the right of way of said road, being '~ the FLACE OF BEGINNING of the following described parcel; thence continuing South for 260.06 feet; thence West 335.0 feet; thence North 260.06 feet to the right of way of the Town Road; thence East on the South line of said town road for 335.0 feet to the PLACE OF BiGINNING'. Containing 2 acres. (2) Lots 1,2 and 3 of the Certified Survey Map; recorded in the Office of said Register of Deeds in Vol. 3, C. S. M., ~' Page 668, as Document 3512fi0. .The South Half of the Southeast Quarter of Section 7, Township 29 North, Range 11 West. ,The West Half of the Southwest Quarter and the West Half of the East Half of the Southwest Quarter of Section 8, Township 29 North, T~ Range 17 West. ~ ' A parcel of land located in the Northeast Quarter of the Southeast ~'. .,Quarter of Section 7, Township 29 North, Range 17 West, Town of Hammond,! St. Croix County, Wisconsin, being further described as follows: Commencing at the East quarter corner of Section 7; thence South REVERSE SIDE) ONTINUEt3 I N C ESCRIPT 0 This ........ls._...._. -. homestead property. (D (+s) (ia not) Together a:th all anr} singular the hereditamenta and appurtenances thereunto belonging; And . -t g S.ald._$raI1t.QTS ---.-.. -_-_ - - -- - - - ---- - vrrrrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except existing high- vays anal utilitq easements of record, a mortgagge to Federal Land Bank of Saint Paul recorded {.n Vol. b10, Pg. 455, Doc, 363693, a mortgage £o U.S.of A. through Farmers Ratr+e Administration, seconds in Vol. 526, Pg. SS§, Doc. 328443; and 1Q_80 real estate taxes whfch mortgages and taxaar r ¢rentee as~um~S an agrees to pay, and r~ ~p tgage in Vol. X53, Pg. 326, and ir+ vrr,rranE and cie.e~d the same- I?oc. 39~r/ assumed b~ grantee. Dated this ._ _- :_2nd. .-- -- .. -._ _... _ day of -- January --- .._.. --• 1.981_..... :~ ~+ _ --.(SEAL) ~i~~~'..GI.L~~ --- --(SEAL) - a --- - vVVVVV THOMAS R. POWERS ....-._(SEAL) - - -.~. /~ -!._564-s!['L'E'2_.(SEAL) ', `, -- .FRANCES R. POWERS_-- - ----_- -- ~, i /lUTHgNTICATION ACHNOWLEil4bIBNT ; Signatures authenticated this _. _ _....- _, day of STATE OF W'Ic;CONSIN St . CroiX -_ ---"----County. 1 - ___....._.-.... _.-- :::........ ...___. -_... .. ---_-. _.._....".. Personally- came before me, this ~nd da of Jan . 1 ~81 - : _.. . ..f_ the above named ._ -..-.. ... _ • ..._------- - ----- ------- ------ --_.._......_ ... --- Thomas _R.. Powers, also -known as TITLE: MEMBER STATE BAIL OF WISCONSIN -~" - i (~i not, .._. -.... Tho>nas .Robert--Powers .,..and .. .._ _ authorized ay § 406.Oti, Wia. 3tats.) FranCes,_ R. ~'01±'GT51 -hl S_ Mlfe; ---. i Tat1s rNSTau~rsroT wAb oRAr~Ten av do me known to be the person S who executed the i `, oregoing in _ am.E..t and a nowledge ti:e same. ~ HE6~.t~.,...G~$~_.. ~i...~X, .: JOH*1- D . HE YW00~ ~ - _ _- l+iaoklesen ~~dg,.,-.#~u~san, .NtI...54015---- Notary Pubhe St . CTQiX _.Cour...y, Wlz. (Sig.:at.uccs map be authenticated or scknowiedged. Both My Ccnmissi~n is permxneni. /If nat, state ex;:iration ~ ! are ao. necc-sss*v,i .,. DESCP.IFTION CO4vTINUEI1: ~ ~' ~~~F aion~ the Section line S4.87 feet to the POIhiT aF BEGIN*II;~G; thence '~- continuing South 1257.5$. feet to the 5outhea~t corner of the Northeast Q,sarter of .the Southeast Q~:arter; thence 589 59'40"W along said Forty ~~ line 84.24 feet to the cen.tezline of an existing Town Road; thence Northwesterly 134.80 feed along said centerline being also the arc of a ~, 579.44 fogt curve which is concave Southwesterly and whose long chord bears N37 56'50"W 134.50 feet; thence N44 3b'44"W along said centeY~line 417.37 feet; thence Northwesterly 261.80 feet along said centerline being also the arc of a 250 foot radius curve which is concave Easterly and whose long chord bears N14°36'44"i~ 250.00 feet; Lhence Northeasterly 180.02 feet along said centerline being also the arc of a ~, 350 foot radius curve which is concave Southeasterly and ~rhose long chord bears N30 07'20"E 178.04 feet.- thence Northeasterl 112.34 feet alon Y g said centerline beinb also the arc of a 634.14 foot rad~us curve which is concave Southeasterly and whose Iong chord bears N49 55'55"E 112.20 feet; thence NSS 00'26"E along said centerline 2$1.98 feet; thence Northeasterly 2b3.1? feet along said centerline being also the arc of a 274.12 foot radius curve which is concave Northwesterly and whose long chord bears N27 30`13"B 253.18 feet to the POINT ©F BEGINNING. Contains 8.714 acres of land subject to existing town road right of way.